1 |
Fib, Structural Concrete-Manual Textbook Volume 1, International Federation for Structural Concrete, Switzerland, 1999, pp. 189-204.
|
2 |
Gert, K. and Dieter P., “Redistribution Capacity of Reinforced and Prestressed Concrete Structures,” CEB Bulletin d'Information No. 239, 1997, pp. 29-68.
|
3 |
김우, 김진근, 오병환, 정란, 최완철, 콘크리트구조설계, 동화기술, 2007, pp. 467-479.
|
4 |
Park, R. and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, New York, 1975, pp. 248-250.
|
5 |
Baker, A. L. L., Ultimate Load Theory Applied to the Design of Reinforced and Prestressed Concrete Frames, Concrete Publications Ltd. London, 1956, 91 pp.
|
6 |
Corely, W. G., Rotational Capacity of Reinforced Concrete Beams, Journal of Structural division, ASCE, Vol. 92, ST5, 1966, pp. 121-146.
|
7 |
Sawyer, H. A., Design of Concrete Frames for Two Failure States, Proceedings of the International Symposium on the Flexural Mechanics of Reinforced Concrete, ASCE-ACI, Miami, 1964, pp. 405-431.
|
8 |
한국콘크리트학회, 콘크리트구조설계기준, 2007, pp. 390-391.
|
9 |
European Committee for Standardization, Eurocode 2-Design of Concrete Structures, Brussels, 2002, pp. 61-63.
|
10 |
Joshef, E., Karlsruhe, Concrete Structures Euro-Design Handbook, Ernst & Sohn, 1994, pp. 237-250.
|
11 |
최승원, 김우, “콘크리트 응력-변형률 관계에 기반한 철근콘크리트 부재의 처짐 산정,” 대한토목학회 논문집, 30권, 4A호, 2010, pp. 383-389.
|